Project 1 - Review of Shear & Moment Connections in RAM Connection

Geometric Model:

Member Properties:

Loading:

Design parameters:

Utility Ratio:

Note:Due to consideration of standard section as Beam IS 450 the utility ratio has crossed 85% altough when defined with tapered section the utility ratio can be controlled to 85% but then it can't be imported into STEEL RAM Connection

Exporting to STEEL RAM Connection Interface:

Shear Connection at Hanger Beam and Column:

Splice Joint to extend the Column:

Moment Connection at Beam Column joint: